NO753873L - - Google Patents
Info
- Publication number
- NO753873L NO753873L NO753873A NO753873A NO753873L NO 753873 L NO753873 L NO 753873L NO 753873 A NO753873 A NO 753873A NO 753873 A NO753873 A NO 753873A NO 753873 L NO753873 L NO 753873L
- Authority
- NO
- Norway
- Prior art keywords
- elements
- building construction
- construction according
- sides
- building
- Prior art date
Links
- 238000009435 building construction Methods 0.000 claims description 13
- 239000004567 concrete Substances 0.000 claims description 5
- 230000001154 acute effect Effects 0.000 claims description 4
- 239000000463 material Substances 0.000 claims description 4
- 239000004033 plastic Substances 0.000 claims description 4
- 239000002184 metal Substances 0.000 claims description 3
- 238000010276 construction Methods 0.000 description 4
- 229910000831 Steel Inorganic materials 0.000 description 1
- 230000006835 compression Effects 0.000 description 1
- 238000007906 compression Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 230000001788 irregular Effects 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- 238000001228 spectrum Methods 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
- 239000002023 wood Substances 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/32—Arched structures; Vaulted structures; Folded structures
- E04B1/3211—Structures with a vertical rotation axis or the like, e.g. semi-spherical structures
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
- E04B5/02—Load-carrying floor structures formed substantially of prefabricated units
- E04B5/08—Load-carrying floor structures formed substantially of prefabricated units assembled of block-shaped elements, e.g. hollow stones
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/32—Arched structures; Vaulted structures; Folded structures
- E04B2001/327—Arched structures; Vaulted structures; Folded structures comprised of a number of panels or blocs connected together forming a self-supporting structure
- E04B2001/3276—Panel connection details
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/32—Arched structures; Vaulted structures; Folded structures
- E04B2001/327—Arched structures; Vaulted structures; Folded structures comprised of a number of panels or blocs connected together forming a self-supporting structure
- E04B2001/3288—Panel frame details, e.g. flanges of steel sheet panels
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/32—Arched structures; Vaulted structures; Folded structures
- E04B2001/3294—Arched structures; Vaulted structures; Folded structures with a faceted surface
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/35—Extraordinary methods of construction, e.g. lift-slab, jack-block
- E04B2001/3583—Extraordinary methods of construction, e.g. lift-slab, jack-block using permanent tensioning means, e.g. cables or rods, to assemble or rigidify structures (not pre- or poststressing concrete), e.g. by tying them around the structure
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Panels For Use In Building Construction (AREA)
- Building Environments (AREA)
- Laminated Bodies (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Description
Norsk patent ansøkning 750 128 går ut på en bygnings-'konstruksjon, særlig tak og dekker av prefabrikerte elementer, fortrinnsvis parallelepipedisk formet, som er spent sammen ved hjelp av strekkelementer som forløper i en retning eller flere, ^hverandre kryssende retninger, idet strekkelementene, Norwegian patent application 750 128 relates to a building construction, in particular roofs and coverings of prefabricated elements, preferably parallelepiped shaped, which are fastened together by means of tensile elements which run in one or more directions, each intersecting directions, as the tensile elements,
i form av kabler eller stenger av stål, plast eller lignende, in the form of cables or rods of steel, plastic or the like,
er satt under strekk, slik at elementene danner en stiv,, strekkarmert skive. Hvert element er omgitt på minst to sider av strekkelementer og strekkelementene er i det minste lagt i skivens strekksone, fortrinnsvis både i strekksone og trykk-sone. is put under tension, so that the elements form a stiff, tension-reinforced disk. Each element is surrounded on at least two sides by tension elements and the tension elements are at least placed in the disk's tension zone, preferably both in the tension zone and the compression zone.
Ved hjelp av oppfinnelsen i norsk patentansøkning nr. 750128 oppnår man plane skiver, som egner seg utmerket til plane dekker og plane takflater, og kan for den saks skyld også være anvendelige som plane veggflater. With the help of the invention in Norwegian patent application no. 750128, flat discs are obtained, which are excellently suited for flat roofs and flat roof surfaces, and can therefore also be used as flat wall surfaces.
Foreliggende oppfinnelse tar sikte på en utvidet bruk The present invention aims at an extended use
av den ideen som ligger til grunn for den ovennevnte patent-ansøkning, idet de nevnte elementene kan settes sammen til ikke plane konstruksjoner, så.som buer, buevelv, sfæriske veiv osv. Derved vil man på grunnlag av samme tekniske idé på of the idea that is the basis for the above-mentioned patent application, as the aforementioned elements can be assembled into non-planar constructions, such as arches, arched vaults, spherical cranks, etc. Thereby, on the basis of the same technical idea,
basis av elementer dekke et langt større spekter innen byg-nings og anleggsvirksomhet. Dette oppnås ifølge oppfinnelsen ved en bygningskonstruksjon av prefabrikerte, polygonalfor- basis of elements cover a much larger spectrum within building and construction activities. This is achieved according to the invention by a building construction of prefabricated, polygonal
mede elementer av plast, tre, metall, betong eller andre egnede materialer, eller kombinasjoner av slike materialer, including elements of plastic, wood, metal, concrete or other suitable materials, or combinations of such materials,
der elementene er spent fast sammen til en stiv skive ved hjelp av spente strekkelementer som forløper i en retning eller flere- ved hverandre kryssende retninger, idet strekkelementene forløper langs i det minste to av hvert elements vertikale sider, hvor det karakteristiske består i at minst where the elements are fastened together to form a rigid disc by means of tensioned tensile elements that run in one direction or several mutually intersecting directions, with the tensile elements running along at least two of each element's vertical sides, where the characteristic is that at least
to motstående sider på elementene danner en spiss vinkel til elementets grunnflate. Et ytterligere trekk ved oppfinnelsen består i at det mellom tilstøtende sider av to elementer i den stive skiven er innsatt ett eller "flere kilef ormede irfdfJnings element er. For å oppnå dobbel krumming på bygningskonstruksjonen, er en videreutviklingkarakterisert vedat alle de vertikale sidene på et element danner en spiss vinkel til grunnflaten.. Et hensiktsmessig element ifølge oppfinnelsen har trekantet grunnflate. two opposite sides of the elements form an acute angle to the base surface of the element. A further feature of the invention is that between adjacent sides of two elements in the rigid disk one or more wedge-shaped irfdfJnings elements are inserted. In order to achieve double curvature of the building structure, a further development is characterized by all the vertical sides of an element forms an acute angle to the base surface. A suitable element according to the invention has a triangular base surface.
Oppfinnelsen skal idet følgende forklares nærmere The invention shall be explained in more detail below
under henvisning til tegningen som viser forskjellige- ut-førelser for elementer ifølge oppfinnelsen, samt bygningskonstruksjoner basert på elementene. with reference to the drawing showing different designs for elements according to the invention, as well as building constructions based on the elements.
Fig. 1 viser et element med kvadratisk grunnflate, sett Fig. 1 shows an element with a square base, set
i perspektiv, in perspective,
fig. 2 viser en del av en bygningskonstruksjon, basert fig. 2 shows part of a building construction, based
på elementet i fig. 1, likeledes sett i perspektiv, on the element in fig. 1, likewise seen in perspective,
fig. 3 viser et snitt gjennom konstruksjonen ifølge fig. 2, på et senere trinn i utviklingen av bygningskonstruksjonen, .fig. 4 viser et snitt gjennom en annen bruk av bygnings-elementet i fig. 1, fig. 3 shows a section through the construction according to fig. 2, at a later stage in the development of the building construction, .fig. 4 shows a section through another use of the building element in fig. 1,
fig. 5 viser to bygningselementer ifølge fig. 1, stablet fig. 5 shows two building elements according to fig. 1, stacked
på hverandre for transport, on each other for transport,
fig. 6 viser en anen form for et bygningselement ifølge fig. 6 shows another form of a building element according to FIG
oppfinnelsen, the invention,
fig. 7 viser en del av en bygningskonstruksjon fremstilt fig. 7 shows part of a building structure produced
ved hjelp av bygningselementer ifølge fig. 6, og by means of building elements according to fig. 6, and
fig. 8 viser skjematisk en ferdig sfærisk kuppel fremstilt ved help av bygningselementer ifølge fig. 6. fig. 8 schematically shows a finished spherical dome made with the help of building elements according to fig. 6.
Fig. 1 viser et element 1 med kvadratisk grunnflate 2 Fig. 1 shows an element 1 with a square base surface 2
og skrå sideflater 3>slik at elementet får form av en rett avkortet pyramide. Elementet kan være fremstilt av tre, betong, plast, metall eller annet egnet materiale, og kan være massivt,. eller slik som vist i fig. 5 ha trauform med den åpne siden mot grunnflaten 2. På denne måte kan de på kjent måte stables slik at det spares plass under transport og lagring. and slanted side surfaces 3>so that the element takes the form of a straight truncated pyramid. The element can be made of wood, concrete, plastic, metal or other suitable material, and can be solid. or as shown in fig. 5 have a trough shape with the open side towards the base surface 2. In this way, they can be stacked in a known manner so that space is saved during transport and storage.
I fig. 2 er det vist en anvendelse av elementene ifølge fig. 1 og 5. Man kan tenke seg at det skal fremstilles et plant dekke og flere elementer 1 legges i rekke etter hverandre. In fig. 2 shows an application of the elements according to fig. 1 and 5. One can imagine that a flat cover is to be produced and several elements 1 are placed in a row one after the other.
Por å oppnå den ønskede form settes det inn kiler 4 i spalten 5 mellom to tilstøtende elementer 1. Derefter kan' In order to achieve the desired shape, wedges 4 are inserted in the gap 5 between two adjacent elements 1. After that,
armeringen 6 belastes og det kan eventuelt støpes inn betong eller annen herdende masse i spalten 5 mellom elementene 1, slik som vist i fig. 3- Dersom man i stedet, for et plant dekke vil fremstille et buevelv kan det benyttes større kiler 4', slik som vist i fig. 4. the reinforcement 6 is loaded and concrete or other hardening mass can possibly be poured into the gap 5 between the elements 1, as shown in fig. 3- If instead, for a flat cover, you want to produce an arched vault, larger wedges 4' can be used, as shown in fig. 4.
Fig. 6 viser en særlig hensiktsmessig form for et element 7- Grunnflaten 8 er trekantet og samtlige sidevegger 9 er -skrå, slik at elementet får form av en avkortet' pyramide Fig. 6 shows a particularly suitable shape for an element 7 - The base surface 8 is triangular and all side walls 9 are -slanted, so that the element takes the form of a truncated pyramid
med trekantet grunnflate. I fig. 8 er det vist hvorledes et antall elementer 7 kan settes sammen og danne en sfærisk form ved at det føres kiler 10 inn i spalten mellom samtlige tilstøtende elementer. Også disse elementene kan ha trauform, slik som vist i fig. 5 og spalten 11 mellom elementene kan være fylt med betong eller annen herdende masse. with a triangular base. In fig. 8 shows how a number of elements 7 can be put together and form a spherical shape by inserting wedges 10 into the gap between all adjacent elements. These elements can also have a trough shape, as shown in fig. 5 and the gap 11 between the elements can be filled with concrete or other hardening mass.
I fig. 8 er det vist hvorledes en dom 12 kan fremstilles In fig. 8 shows how a judgment 12 can be produced
ved hjelp av elementer 7 ifølge fig. 6. by means of elements 7 according to fig. 6.
Ved hjelp av elementene ifølge oppfinnelsen kan det fremstilles anfre former for bygningskonstruksjoner enn de som er vist på tegningen. F.eks. kan det fremstilles hengende bygningskonstruksjoner og forskjellige former for uregel-messige velvkonstruksjoner. With the help of the elements according to the invention, other forms of building construction than those shown in the drawing can be produced. E.g. suspended building constructions and various forms of irregular vault constructions can be produced.
Claims (6)
Priority Applications (11)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
NO753873A NO753873L (en) | 1975-11-18 | 1975-11-18 | |
GB120076A GB1528844A (en) | 1975-01-16 | 1976-01-13 | Building structures |
FI760085A FI760085A (en) | 1975-01-16 | 1976-01-15 | |
FR7600999A FR2297965A1 (en) | 1975-01-16 | 1976-01-15 | PROCESS FOR MAKING A PREFABRICATED PART OF A BUILDING SUCH AS A FLOOR OR A COVER |
CA243,626A CA1077735A (en) | 1975-01-16 | 1976-01-15 | Building construction, particularly ceilings and floors |
SE7600366A SE7600366L (en) | 1975-01-16 | 1976-01-15 | BUILDING CONSTRUCTION, SPECIAL ROOFS AND SUPERBUILDINGS |
DK14976A DK141943B (en) | 1975-01-16 | 1976-01-15 | Building construction, especially roofs and decks. |
DE19762601578 DE2601578A1 (en) | 1975-01-16 | 1976-01-16 | BUILDING CONSTRUCTION, IN PARTICULAR FOR CEILINGS AND FLOORS |
PT65370A PT65370B (en) | 1975-11-18 | 1976-07-14 | Improved building constructions |
PH18697A PH13203A (en) | 1975-11-18 | 1976-07-16 | Improved building construction |
US05/835,187 US4145854A (en) | 1975-01-16 | 1977-09-21 | Load-carrying building structure particularly ceilings, floor and the like |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
NO753873A NO753873L (en) | 1975-11-18 | 1975-11-18 |
Publications (1)
Publication Number | Publication Date |
---|---|
NO753873L true NO753873L (en) | 1977-05-20 |
Family
ID=19882556
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
NO753873A NO753873L (en) | 1975-01-16 | 1975-11-18 |
Country Status (3)
Country | Link |
---|---|
NO (1) | NO753873L (en) |
PH (1) | PH13203A (en) |
PT (1) | PT65370B (en) |
-
1975
- 1975-11-18 NO NO753873A patent/NO753873L/no unknown
-
1976
- 1976-07-14 PT PT65370A patent/PT65370B/en unknown
- 1976-07-16 PH PH18697A patent/PH13203A/en unknown
Also Published As
Publication number | Publication date |
---|---|
PH13203A (en) | 1980-01-28 |
PT65370A (en) | 1976-08-01 |
PT65370B (en) | 1978-01-10 |
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